Lateral–torsional buckling of cold-formed channel sections subject to combined compression and bending

This paper presents an analytical study of the flexural buckling and lateral–torsional buckling of cold-formed steel channel section beams subject to combined compression and bending about their major and minor axes. For channel section beams a bending about the minor axis creates a non-symmetric pr...

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Bibliographic Details
Published inJournal of constructional steel research Vol. 80; pp. 174 - 180
Main Authors Cheng, Shan-shan, Kim, Boksun, Li, Long-yuan
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.01.2013
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